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Waste Water Engineering

Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

4 hours
3 hours
5 hours
2 hours

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

Viscosity of water
Size and shape of solid
Velocity of flow
All listed here

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Waste Water Engineering
Design period of 40 to 50 years is adopted for

Main sewers
All listed here
Trunk sewers
Branch sewers

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05556 cumec
0.0556 cumec
0.05552 cumec
0.05554 cumec

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

4
1.5
3
2

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Waste Water Engineering
Ventilating shafts are provided to a sewer line at every

150 m
100 m
200 m
300 m

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MORE MCQ ON Waste Water Engineering

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